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考虑环境激励和振动响应的水工结构有效信息挖掘的时空张量分析

Spatiotemporal tensor analysis for effective information mining of hydraulic structures considering environmental excitation and vibration response.

作者信息

Li Hui, Han Zhang, Bao Tengfei, Duan Xiaohan, Yang Guang, Xiong Xianyu, Ouyang Yibo, Lou Jiankang

机构信息

Department of Hydraulic Engineering, Henan Vocational College of Water Conservancy and Environment, Zhengzhou, 450008, Henan, China.

College of Architecture and Civil Engineering, Kunming University, Kunming, 650214, Yunnan, China.

出版信息

Sci Rep. 2025 May 2;15(1):15353. doi: 10.1038/s41598-025-99422-w.

Abstract

The vibration response data is a key foundation of vibration-based hydraulic structures' online damage diagnosis. However, the measured data is often subject to various noises and invalid information, which reduces the accuracy of damage diagnosis, leading to misjudgment and omission of structure damage. The hydraulic structure system is an open, dissipative, and complex nonlinear dynamic system, where at least one or more, or even all parts, have nonlinear interactions. The service condition of hydraulic concrete structures is influenced by environmental factors such as temperature, water temperature and water level. The feature of "open" is mainly manifested as the coupling effect field of multiphase environmental factors. The single-point signal denoising based effective information mining method can lead to over-denoising or under-denoising issues, resulting in low effective information mining accuracy. To overcome these limitations, this paper studies the synchronous denoising technology of multi-point vibration response data, and an improved adaptive variational mode decomposition method was introduced to convert the multi-point vibration response data into a three-dimensional multi-scale spatiotemporal tensor. The factor filter sets construction method based on the Crank-Nicolson-like criterion for fast orthogonal Tucker factor updating method was proposed to denoise the signal preliminary. The time-weighted modified dynamic time warping theory and curvature smoothing algorithm were combined to construct the optimal filter model with a balancing factor to extract the effective information from vibration response. Finally, the data from the sluice model experiment was used to demonstrate the validity of the method proposed in this paper. This article is about the theme of health monitoring for hydraulic concrete structures in the field of civil engineering.

摘要

振动响应数据是基于振动的水工建筑物在线损伤诊断的关键基础。然而,实测数据常常受到各种噪声和无效信息的影响,这降低了损伤诊断的准确性,导致结构损伤的误判和漏判。水工结构系统是一个开放、耗散且复杂的非线性动力系统,其中至少有一个或多个甚至所有部件存在非线性相互作用。水工混凝土结构的服役条件受温度、水温、水位等环境因素影响。“开放”这一特性主要表现为多相环境因素的耦合效应场。基于单点信号去噪的有效信息挖掘方法可能会导致去噪过度或去噪不足的问题,从而降低有效信息挖掘的准确性。为克服这些局限性,本文研究了多点振动响应数据的同步去噪技术,引入了一种改进的自适应变分模态分解方法,将多点振动响应数据转换为三维多尺度时空张量。提出了基于类克兰克 - 尼科尔森准则的快速正交塔克因子更新方法的因子滤波器组构建方法,对信号进行初步去噪。将时间加权修正动态时间规整理论与曲率平滑算法相结合,构建了具有平衡因子的最优滤波器模型,从振动响应中提取有效信息。最后,通过水闸模型试验数据验证了本文所提方法的有效性。本文围绕土木工程领域水工混凝土结构健康监测这一主题展开。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1c02/12048638/507b8520808f/41598_2025_99422_Fig1_HTML.jpg

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